Hydraulics of one- and two-dimensional flow fields in aquifers

Published

Journal Article

New solutions in the Laplace and time domains are developed that describe the transient response of a leaky aquifer to constant and transient discharge into a fully or partially penetrating sink with storage, A parameter estimation procedure based on the Newton-Raphson algorithm is found to be robust in a synthetic example involving a pumping test of a large-diameter well situated in a leaky strip aquifer. The analytical solutions presented may find applications in describing water movement in strip aquifers, in aquifers discharging into channels or streams, or in thin laboratory tanks. © 1997 Taylor & Francis Group, LLC.

Full Text

Duke Authors

Cited Authors

  • Kabala, ZJ; Thorne, B

Published Date

  • January 1, 1997

Published In

Volume / Issue

  • 42 / 1

Start / End Page

  • 1 - 14

Electronic International Standard Serial Number (EISSN)

  • 2150-3435

International Standard Serial Number (ISSN)

  • 0262-6667

Digital Object Identifier (DOI)

  • 10.1080/02626669709492002

Citation Source

  • Scopus